摘要
本文将边界层模型用于吸力桩 (筒型基础 )这种特殊的桩体 ,对位于渤海湾锦州地区的JZ9- 3筒型基础系缆平台冰力作用下的土压力进行了计算分析 ,并将计算结果与实测数据进行了对比。结果表明计算值基本上反映了基础土 -筒相互作用的应力状态 ,边界层模型可以有效地分析吸力桩
In this paper, the boundary layer method is used to solve the bucket foundation problem. The boundary layer model is constructed and used to analysis the reaction of a bucket foundation dolphin platform located at Jinzhou, Bohai sea, China. The results of calculation are compared with the data collected in the tests. It is concluded that the stress states of soil bucket interaction can be described by using boundary layer method.
出处
《地震工程与工程振动》
CSCD
北大核心
2003年第4期201-205,共5页
Earthquake Engineering and Engineering Dynamics
基金
国家自然科学基金资助项目 ( 5 0 0 790 16)
